The numerical modelling of excavator bucket filling using DEM

被引:83
作者
Coetzee, C. J. [1 ]
Els, D. N. J. [1 ]
机构
[1] Univ Stellenbosch, Dept Mech & Mechatron Engn, ZA-7602 Matieland, South Africa
关键词
FORCES;
D O I
10.1016/j.jterra.2009.05.003
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The filling of an excavator bucket is a complex granular flow problem. In order to optimize the filling process, it is important to understand the different mechanisms involved. The discrete element method (DEM) is a promising approach to model soil-implement interactions and it was used in this study to model the filling process of an excavator bucket. Model validation was based on the accuracy with which the model predicted the bucket drag force and the development of the different flow regions. Compared to experimental measurements, DEM predicted lower bucket drag forces, but the general trend was accurately modelled. At the end of the filling process the error in predicted drag force was 20%. Qualitatively, there was a good agreement between the observed and the modelled flow regions in terms of position and transition from one stage to the other. During all stages of filling, DEM was able to predict the volume of material inside the bucket accurately to within 6%. (C) 2009 ISTVS. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:217 / 227
页数:11
相关论文
共 21 条
[1]   Evaluation of link-track performances using DEM [J].
Asaf, Z ;
Rubinstein, D ;
Shmulevich, I .
JOURNAL OF TERRAMECHANICS, 2006, 43 (02) :141-161
[2]  
Cleary PaulW., 1999, Second international conference on CFD in the minerals and process industries, P95
[3]  
Cleary PW, 1998, MATH ENG IND, V7, P1
[4]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[5]  
DECHAO Z, 1992, J TERRAMECHANICS, V29, P317, DOI DOI 10.1016/0022-4898(92)90003-3
[6]  
ESTERHUYSE SWP, 1997, THESIS U STELLENBOSC
[7]   Shape representation and contact detection for discrete element simulations of arbitrary geometries [J].
Hogue, C .
ENGINEERING COMPUTATIONS, 1998, 15 (2-3) :374-+
[8]   A model of stress distribution and cracking in cohesive soils produced by simple tillage implements [J].
Ibarra, SY ;
McKyes, E ;
Broughton, RS .
JOURNAL OF TERRAMECHANICS, 2005, 42 (02) :115-139
[9]  
*IT, PFC THEOR BACKGR MAN
[10]   Dynamic modeling of soil-tool interaction: An overview from a fluid flow perspective [J].
Karmakar, Subrata ;
Kushwaha, R. Lal .
JOURNAL OF TERRAMECHANICS, 2006, 43 (04) :411-425